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Product Comparison

OSB 3 versus OSB 2

What are the advantages of OSB 3 compared to OSB 2?

Higher durability and moisture resistance are the most important advantages of OSB 3 compared to OSB 2.

As from the mechanical properties point of view (MOR, MOE, internal bond) there is no difference between OSB 2 and OSB 3, it is the swelling rate that makes the difference between the panels and limits the domain of use for each type of board:

  • Internal use in dry conditions (RH ≤ 65%) for OSB 2 → service class 1
  • Internal or protected external use in dry and humid conditions (65% < RH ≤ 85%) for OSB 3 → service class 1 & 2

According to the harmonized European design standard for timber structures EN 1995-1-1 (Eurocode 5) and to EN 335 (wood protection), the outside sheathing of external building components like roof and external walls is classified as usage class 2, requiring materials classified as service class 2, that is OSB 3 or OSB 4.

From this point of view, OSB 2 can only be used for internal structural floors and partition walls or for non-ventilated roofs, where the insulation is installed above the roof sheathing.

Due to its reduced swelling rate (≤15%), OSB 3 swells, shrinks and expands less than OSB 2 (≤20%), which means reduced stress-strain of the fasteners due to change in panel thickness, which further implies a reduced risk of squeaking.

Other advantages: better sound insulation and better reaction to fire of OSB 3 and OSB 4 TOP (class D-s2, do) compared to OSB 2 (reaction to fire class E) for thickness range 9-12mm, due to slightly higher density (≥ 600 kg/m3 versus ≥ 580 kg/m3).

OSB versus particle boards

What is the difference between OSB and particle boards?

First, there is the board composition:

  • OSB → are 3-layers oriented-strands panels made of 100% fresh wood (w/o recycling and defects)
  • Particle boards → are 3-layers flat pressed chipboard made of woodchips from residual or recycling sources

Second, there is the structural behavior:

  • OSB exhibits typically 2-2,5 times higher values of strength on the major axis (length) compared to minor axis (width); particle boards show uniform distribution all over the panel
  • Due to higher density and glue content, particleboards shows a slightly better swelling ratio

However, OSB is 40-60% more efficient than particle boards in terms of static design values for bending strength (MOR) and bending stiffness (MOE) → this means that generally we may choose smaller thicknesses of OSB in structural applications than for particle boards (ex: 12mm OSB instead of 15mm P5).

OSB versus Plywood

How OSB performs compared to plywood?

The use of OSB is limited to service class SC 1 (interior structural use in dry conditions, RH . 65%) and SC 2 (interior or external protected structural use in humid conditions, 65% . RH . 85%), whereas plywood can be used structurally both inside (in dry SC1 or humid SC2 conditions) and outside (SC3 highly humid conditions, RH > 85%), depending on its technical class.

The strength of plywood varies widely, depending on the wood species, number of layers and resin type. As an example, the modulus of elasticity on the major axis ranges 4,000-8,000N/mm2.

OSB versus solid wood

What is the bending strength and stiffness of solid wood compared to OSB?

The bending strength and bending stiffness (modulus of elasticity) of solid wood is much higher than OSB’s, since solid wood is used for the structural elements of the timber frame (beams, studs, rafters), that should resist to all the static and dynamic loads that are transferred to them via the building’s floors (made of OSB-sheathing).

Just as an example, the design value of the MOE for solid softwood is ~ 10,000 N/mm2, whereas the design value for OSB 3 on major axis is 4,930 N/mm2 (or 6,780 N/mm2 for OSB 4 TOP).

In case of using softwood-glulam, this value goes up to 11,000 N/mm2, or up to 12,500 N/mm2 for hardwood-glulam (beech, oak). On the other hand, the MOE on minor axis is much lower for solid wood compared to OSB:

  • solid softwood: MOE90º = 300 N/mm2 / solid hardwood: MOE90º = 600 N/mm2
  • OSB 3: MOE90º = 1,980 N/mm2 / OSB 4 top: MOE90º = 2,680 N/mm2